Behavior of Structural Subassemblages with Laterally Unsupported Columns,
Abstract
Results are given for tests on two full-size non-sway structural subassemblages with laterally unsupported columns. All columns were designed with the procedure currently recommended for plastically design structures. The results indicate a substantial post-buckling strength for unbraced columns in a continuous frame system and demonstrate the conservativeness of the current design procedure for this type of column. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jun 01, 1970
- Accession Number
- AD0714516
Entities
People
- Le-wu Lu
- Lee C. Lim
Organizations
- Lehigh University